JPH01203548A - Construction of concrete wall - Google Patents
Construction of concrete wallInfo
- Publication number
- JPH01203548A JPH01203548A JP2849688A JP2849688A JPH01203548A JP H01203548 A JPH01203548 A JP H01203548A JP 2849688 A JP2849688 A JP 2849688A JP 2849688 A JP2849688 A JP 2849688A JP H01203548 A JPH01203548 A JP H01203548A
- Authority
- JP
- Japan
- Prior art keywords
- hollow
- concrete
- separator
- members
- separators
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Granted
Links
Landscapes
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
Description
【発明の詳細な説明】
〔産業上の利用分野〕
この発明は中空コンクリート板を使用した壁工法に関す
るものである。[Detailed Description of the Invention] [Industrial Application Field] This invention relates to a wall construction method using hollow concrete plates.
中空コンクリート板を堰板兼外装材として使用する壁工
法が開発されている。中空コンクリート板には内部に中
空部が形成されており、外装材の表面にセパレータを突
出させないよう、このセパレータを中空部内にて固定す
ることが考えられる。A wall construction method has been developed that uses hollow concrete plates as both dam plates and exterior materials. A hollow part is formed inside the hollow concrete plate, and it is conceivable to fix this separator within the hollow part so as not to protrude the separator from the surface of the exterior material.
しかし第5図に示すように中空部の断面形状が方形状の
場合、セパレータaを通してこの中空部す内にて固定す
ると、受け金物Cはコンクリート部分の薄肉部分にしか
当接せず、小さな力で破壊してしまうため2箇所とめる
必要がある。However, when the cross-sectional shape of the hollow part is rectangular as shown in Fig. 5, when fixed inside this hollow part through separator a, the receiving hardware C will only come into contact with the thin part of the concrete part, and the force will be small. It needs to be fastened in two places because it will be destroyed.
この考案は以上のような問題点を解決するためになされ
たもので、大きな力がセパレータに働いても中空コンク
リート板に1箇所とめるだけで破壊することのないコン
クリート壁工法を提供することを目的とする。This idea was made to solve the above problems, and the purpose is to provide a concrete wall construction method that will not break even if a large force is applied to the separator by simply fixing it in one place on the hollow concrete plate. shall be.
この発明にかかるコンクリート法には、中空コンクリー
ト板を使用するものである。The concrete method according to the present invention uses hollow concrete plates.
中空コンクリート板の少なくともいずれかの中空部の内
壁を左右壁面が厚さ方向一方側に行くにつれて徐々に小
さ(なるよう形成する。この中空部に向かってセパレー
タを貫通する。中空部内に配置した左右内壁に当接する
テーパ状屈曲片を有する受け部材にセパレータを螺合す
る。The inner wall of at least one of the hollow parts of the hollow concrete plate is formed so that the left and right wall surfaces gradually become smaller as they go to one side in the thickness direction.The separator is penetrated toward this hollow part. A separator is screwed onto a receiving member having a tapered bent piece that abuts the inner wall.
セパレータに作用する荷重は、中空コンクリート板内の
受け部材に作用する。中空部の左右内壁はその間隔が小
さくなっており、荷重は薄肉のコンクリート部分のみな
らず、左右内壁に作用する。荷重は中空コンクリート板
の表面コンクリート部分と中空部内壁によって受けるた
め、強度が大きくなる。The load acting on the separator acts on the receiving member within the hollow concrete plate. The distance between the left and right inner walls of the hollow part is small, and the load acts not only on the thin concrete part but also on the left and right inner walls. The load is carried by the surface concrete part of the hollow concrete plate and the inner wall of the hollow part, so the strength is increased.
以下、図に示す一実施例に基づきこの発明の詳細な説明
する。Hereinafter, the present invention will be described in detail based on an embodiment shown in the drawings.
図において1は中空コンクリート板であって、内部に中
空部2が複数個平行に形成されている。In the figure, 1 is a hollow concrete plate, and a plurality of parallel hollow parts 2 are formed inside thereof.
なお、中空コンクリート板の材料はセメント。The material of the hollow concrete plate is cement.
石綿、セラミック、炭素繊維、プラスチック等が含まれ
て作られることもある。複数の中空部2のうち何れかは
、その内壁の左右内壁面3゜3がコンクリート板lの厚
さ方向一方側に行くにつれて徐々に間隔が小さくなるよ
う形成されている。実施例では、中空2は断面略台形状
に形成されている。They may also be made from materials such as asbestos, ceramics, carbon fiber, and plastic. Any one of the plurality of hollow portions 2 is formed such that the distance between the left and right inner wall surfaces 3° 3 of the inner wall thereof gradually decreases toward one side in the thickness direction of the concrete plate 1. In the embodiment, the hollow 2 is formed to have a substantially trapezoidal cross section.
図において4は受け部材であって、鋼製の板材の左右を
テーパ状に屈曲した屈曲片5.5が形成されており、そ
の中心に穿設された孔と連通ずるナツト6が溶接されて
いる。In the figure, 4 is a receiving member, and a bent piece 5.5 is formed by bending the left and right sides of a steel plate into a tapered shape, and a nut 6 communicating with a hole bored in the center is welded to the bent piece 5.5. There is.
中空コンクリート板1には、建造物の内側となる表面か
ら中空部2に向かって孔7を穿設し、この孔7に対応し
て中空部内に受け部材4を配設する。受け部材4の屈曲
片5,5は中空部2の左右内壁面3,3に当接する。A hole 7 is bored in the hollow concrete plate 1 from the surface which becomes the inside of the building toward the hollow part 2, and a receiving member 4 is arranged in the hollow part corresponding to the hole 7. The bent pieces 5, 5 of the receiving member 4 abut on the left and right inner wall surfaces 3, 3 of the hollow portion 2.
以上のような中空ンクリート板lを起立し、断面T字状
の取付金物8上に載置する。中空コンクリート板1は複
数板を左右に隣り合わせて並べ、左右の中空コンクリー
ト板1.1間には防水バッキング9が介在させられてい
る。The hollow concrete plate l as described above is stood up and placed on the mounting hardware 8 having a T-shaped cross section. A plurality of hollow concrete plates 1 are arranged side by side side by side, and a waterproof backing 9 is interposed between the left and right hollow concrete plates 1.1.
先端に雄ねじが螺設されたセパレータ10を中空コンク
リート板lの孔7に通して受け部材4のナツト6に螺合
して固定する。受け部材4の屈曲片5,5は中空部2の
内壁面3.3に当接しており、受け部材4がズレること
なく、セパレータ10を水平に張り出すことができる。A separator 10 having a male screw threaded at its tip is passed through a hole 7 of a hollow concrete plate 1, and is screwed into a nut 6 of a receiving member 4 and fixed. The bent pieces 5, 5 of the receiving member 4 are in contact with the inner wall surface 3.3 of the hollow portion 2, and the separator 10 can be extended horizontally without the receiving member 4 shifting.
中空コンクリート板1と平行に合板製堰板11を起立し
、セパレータ10の他端を堰板11に挿通する。堰板1
1に沿わせて端太材12.13を縦横に配し、セパレー
タ10に連結した把持金物14によって把持し、ナ・ン
ト15によって固定する。A plywood weir plate 11 is erected parallel to the hollow concrete plate 1, and the other end of the separator 10 is inserted into the weir plate 11. Weir plate 1
Thick pieces 12 and 13 are arranged vertically and horizontally along the separator 10, gripped by a gripping hardware 14 connected to the separator 10, and fixed by a knife 15.
中空コンクリート板1と堰板11間にコンクリ−) 1
6を打設し、硬化後端太材12,13゜堰板11を取外
す。Concrete) 1 between hollow concrete plate 1 and weir plate 11
6 is cast, and after hardening, the thick end members 12 and 13° and the weir plate 11 are removed.
コンクリート16の荷重はセパレータ10を中空コンク
リート板1から引抜く方向に作用するが、受け部材4は
中空部2の左右内壁面3゜3にも当接しており、この肉
厚の厚い部分でも荷重を受けるため、中空コンクリート
板1が容易に破損するようなことがない。The load of the concrete 16 acts in the direction of pulling out the separator 10 from the hollow concrete plate 1, but the receiving member 4 also comes into contact with the left and right inner wall surfaces 3°3 of the hollow part 2, and even this thick part carries the load. Therefore, the hollow concrete plate 1 is not easily damaged.
この発明は以上のような構成を有し、以下のような効果
を得ることができる。The present invention has the above configuration and can obtain the following effects.
■ セパレータは中空コンクリート板の中空部内にて取
付けるため、表面にセパレータ端部やナツト突出せず、
外装表面が美しくなる。■ Since the separator is installed inside the hollow part of the hollow concrete plate, the separator ends and nuts do not protrude from the surface.
The exterior surface becomes beautiful.
@ 中空コンクリート板の中空部の内壁の左右内壁面の
間隔を厚さ方向一方側に行くにつれて徐々に小さくなる
よう形成し、受け部材の左右のテーパ状屈曲片を中空部
の左右内壁面に当接していたため、セパレータに作用す
る荷重を前面と左右内壁面で支えるため、中空コンクリ
ート板が破損することがない。@ The gap between the left and right inner wall surfaces of the inner wall of the hollow part of the hollow concrete plate is formed so that it gradually becomes smaller as it goes to one side in the thickness direction, and the left and right tapered bent pieces of the receiving member are brought into contact with the left and right inner wall surfaces of the hollow part. Since the separators were in contact with each other, the load acting on the separators was supported by the front and left and right inner walls, so the hollow concrete plates would not be damaged.
0 受け部材のテーパ状屈曲片を中空コンクリ−ト板の
中空部左右内壁面に当接するため、受け部材の位置が決
定され、セパレータをひとつの受け部材によって水平に
張り出すことができる。0 Since the tapered bent pieces of the receiving member are brought into contact with the left and right inner wall surfaces of the hollow portion of the hollow concrete plate, the position of the receiving member is determined, and the separator can be horizontally extended by one receiving member.
第1図はこの発明の一実施例の断面図、第2図は受け部
材の斜視図、第3図は施工状態の縦断面図、第4図はそ
の横断面図、第5図は従来例の横断面図である。
1・・中空コンクリート、2・・中空部、3・・内壁面
、4・・受け部材、5・・屈曲片、6・・ナツト、7・
・孔、8・・取付金物、9・・防水バッキング、10・
・セパレータ、11・・堰板、12.13・・端太材、
16・・コンクリート。
第5図
b bFig. 1 is a sectional view of an embodiment of the present invention, Fig. 2 is a perspective view of the receiving member, Fig. 3 is a vertical sectional view of the installed state, Fig. 4 is a cross-sectional view thereof, and Fig. 5 is a conventional example. FIG. 1. Hollow concrete, 2. Hollow part, 3. Inner wall surface, 4. Receiving member, 5. Bent piece, 6. Nut, 7.
・Hole, 8・Mounting hardware, 9・Waterproof backing, 10・
・Separator, 11.・Weir plate, 12.13.. Thick lumber,
16. Concrete. Figure 5b b
Claims (1)
者の間隔をセパレータにより維持してコンクリートを打
設する壁工法において、 中空コンクリート板の少なくともいずれか の中空部が厚さ方向一方側に行くにつれて左右内壁の幅
が徐々に小さくなるよう形成し、この中空部に向かって
セパレータを貫通し、中空部内に配置した左右内壁に当
接するテーパ状屈曲片を有する受け部材に前記セパレー
タを螺合したことを特徴とするコンクリート壁工法。(1) In a wall construction method in which a hollow concrete plate and a weir plate are erected parallel to each other and concrete is poured while maintaining the distance between them using a separator, at least one of the hollow parts of the hollow concrete plate is on one side in the thickness direction. The separator is formed so that the width of the left and right inner walls gradually decreases as it goes toward the hollow part, and the separator is screwed into a receiving member having a tapered bent piece that penetrates the separator toward the hollow part and comes into contact with the left and right inner walls arranged in the hollow part. A concrete wall construction method characterized by the fact that
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP63028496A JPH0781351B2 (en) | 1988-02-09 | 1988-02-09 | Concrete wall construction method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP63028496A JPH0781351B2 (en) | 1988-02-09 | 1988-02-09 | Concrete wall construction method |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH01203548A true JPH01203548A (en) | 1989-08-16 |
| JPH0781351B2 JPH0781351B2 (en) | 1995-08-30 |
Family
ID=12250282
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP63028496A Expired - Fee Related JPH0781351B2 (en) | 1988-02-09 | 1988-02-09 | Concrete wall construction method |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH0781351B2 (en) |
Citations (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS57204351U (en) * | 1981-06-23 | 1982-12-25 | ||
| JPS58173238A (en) * | 1982-04-05 | 1983-10-12 | 車戸 徳蔵 | Construction of wall body in reinforced concrete building |
-
1988
- 1988-02-09 JP JP63028496A patent/JPH0781351B2/en not_active Expired - Fee Related
Patent Citations (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS57204351U (en) * | 1981-06-23 | 1982-12-25 | ||
| JPS58173238A (en) * | 1982-04-05 | 1983-10-12 | 車戸 徳蔵 | Construction of wall body in reinforced concrete building |
Also Published As
| Publication number | Publication date |
|---|---|
| JPH0781351B2 (en) | 1995-08-30 |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| LAPS | Cancellation because of no payment of annual fees |